Maintenance & Repair of Morbi Branch Canal between 85.310 Km to 118.60 Km for year (2026-27)

BILL OF QUANTITIES

BILL OF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional and are

given to provide a common basis for bidding. The basis of payment will be the actual

quantities of work ordered and carried out, as measured by the Contractor and verified

by the Engineer and valued at the rates and prices tendered in the priced Bill of

Quantities, where applicable, and otherwise at such rates and prices as the Engineer

may fix within the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so far as it

is otherwise provided under the Contract, include all construction plant, layout,

supervision, materials, erection, maintenance, insurance, profit, taxes and duties,

together with all general risks, liabilities and obligations set out or implied in the

4. The rates and prices shall be quoted entirely in Indian Currency.

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed to

enter a rate or price shall be deemed to be covered by other rates and prices entered in

the Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included in

the items provided in the priced Bill of Quantities, and where no Items are provided

the cost shall be deemed to be distributed among the rates and prices entered for the

related items of Work.

7. General direction and descriptions of work and materials are not necessarily repeated

or summarized in the Bill of Quantities. References to the relevant sections of the

contract documentation shall be made before entering rates or prices against each item

in the Bill of Quantities.

8. The method of completed work of payment shall be in accordance with the

specification for canal work Road and Bridge works. For building works

specifications for building are to be followed.

9. Errors will be corrected by the Employer for any arithmetic error pursuant to Clause

29 of the Instructions to Bidder.

10. Rock is defined as all materials which, in the opinion of the Engineer, required

blasting, or the use of metal wedges and sledgehammers, or the use of compressed air

drilling for its removal, and which cannot be extracted by ripping with a tractor of at

least 150 kw with a single rear mounted heavy duty ripper.

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr.)

Name of Division: Executive Engineer, S.B.C. Dn. No. 6/1, Morbi.

Name of Maintenance & Repair of Morbi Branch Canal between 85.310 km to 118.60 km for F.Y. 2026-27.

Description of Item Qty. Unit Rate in Amount in

Item No. Rs. Rs.

Earthwork / Back filling with selected earth brought 2540 cum 141.00

from out side borrow area or from excavated useful

1 material incl. watering ramming, Compaction with

pneumatic temping and all lead and lift etc complete.

Dismantalling the C.C. lining including including 6495 Sq.mt 116.00

2 disposing off the dismentalled materials as directed

Providing and Laying in position Controlled 5145 Sq.mt 496.57

Plain/Reinforced Cement Concrete Lining of M-15

grade in Bed, Side Slopes and Curvature including

batching, mixing, transporting, placing, vibrating,

smooth finishing, membrane curing (by curing

compound only) & providing bituminous joints of

3 specific interval including minor filling/ depression

with murrum / earth / soil as per site condition to

correct profile, watering, compaction, trimming etc to

provide lining. For 10 cms thick cast-in-citu canal

lining in M-15 grade of conc. with Cement level-300

kg & MSA-20 mm (Without Using Paver Machinaries

& without sleepers)

Providing and Laying in position Controlled 1350 Sq.mt 620.72

Plain/Reinforced Cement Concrete Lining of M-15

grade in Bed, Side Slopes and Curvature including

batching, mixing, transporting, placing, vibrating,

smooth finishing, membrane curing (by curing

compound only) & providing bituminous joints of

4 specific interval including minor filling/ depression

with murrum / earth / soil as per site condition to

correct profile, watering, compaction, trimming etc to

provide lining. For 12.5 cms thick cast-in-citu canal

lining in M-15 grade of conc. with Cement level-300

kg & MSA-20 mm (Without Using Paver Machinaries

& without sleepers)

Prov. and Laying in position Controlled cement 34.20 cum 4303.00

concrete using cement, sand and crushed aggregate by

mass and machine mix for R.C.C/CC work including

necessary formworks centering scaffolding compaction

by vibrator,curing as directed with all lead & lift etc

complete Excluding the cost of reinforcement (A)

Concrete grade M-15 and MSA-20mm

Providing,cutting,bending,binding and fixing in 5.520 MT 66268.00

position as per drawing.TMT BAR , Fe-415

6 reinforcement for R.C.C. works and anchor bars incl

cost of black annealed 16 to 18 BWG M.S.. Wire

etc.complete with all lead and lift.

Providing 'fiber glass reinforced plastic' gauge plate of 25.00 m 1993.00

4mm thickness and of following size with

Engraving/pesting bands & figures of following size

with necessary clips and fastners and fixing the same at

7 the g) site of work etc complete as directed incl.

scrubbing the wall surface to remove the deposits

gathered at gauge plate by chiseling where required.

As per drawing Width of plate 30cm.,Band width

1.0cm. Column width 1.0cm., Height of figures 7.0cm.

Clearing the silt from canal /drain bed by digging the 12755.91 cum 260.00

same to the required bed level and gradient including

depositing the excavated earth regularly on spoil bank

for utilizing the same for preparing the bund after

bracking the clods as and where directed for lead upto

30 mt and lift as under(B) Depth 3.0 to 6.0 mt

Dewatering for earthen dam and allied 1770.06 Hp- 27.00

works,foundation areas,pits,trenches etc incl cost of hrs

9 pumping machineries, pipe lines ,labours

diesel/electricity/Dgset, etc complete.

Desilting of various structures of canal and distribution 4779.15 cum 296.00

system including depositing the same as directed with

10 all lift and lead for canal syphone,air vent,Turn Out

Kundies etc complete.

Total cost of work Rs.

I/We am/are willing to carry out the work at… ....................... %above/below percent (Should

be written in figures and words) of the estimated rate mentioned above. Amount of my /our

tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………%below Add………%Above

In words In words

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item(with Quantity Unit Rate Amount

No brief specification and

reference to book of In In

specifications) figures Words

(A)Total Tendered Amount

(B)Rebate on above tendered amount (if any) % (in figure)

(C)NetTendered Amount(A-B) (in figure) ………………………………

1 The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all P.C.C./R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as

per vernacular office letter no. 04 of 2024, Dt. 20/01/2024 of The Chief Engineer, Quality

Control (SSNNL) as stated in S.O.R. therefore in P.C.C./R.C.C. items where there is a change

as per Actual mix design the cost of difference of cement consumption have been deducted

from the rate of original item at the rate of input rate (i.e. 5448.53 Rs / MT for OPC)

mentioned in all the tender